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IYMAN WO:4414o WE:4414s.2 Truss ID:S TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous stron9back. Attach to each oint Locations 2-4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 F:� 13- 7- 8 15? 18- 0- 0 BOT CHORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 7-12 n� 16- 1- 0 16) 16- 1- 0 2-4x2 SPF 2400E-2.OE 1 NOTE: Maximum truss spacing is 16.0" o.c. 3) 3- 7- 0 10? 18- 6- 8 17) 11- 2- 0 WEBS: 4x2 SPF STANDARD All COMPRESSION Chords are assumed to be 4) 5- 1- 4 11) 21- 0- 0 18) 9- 4- 0 2-4x2 SPF 1650E-1.5E 2.3.13 continuously braced unless noted otherwise. 5) 7- 6-12 12i 23- 8- 8 19) 5- 1- 4 2-4x2 SPF STANDARD 5.14.16 6) 9- 4- 0 13? 23- 8- 8 20) 0- 0- 0 4x2 SPF 1650E-1.5E 10.11,15 ..TC...FORCE...C51 ..BC...FORCE...CSI 7) 11- 2- 0 14) 21- 0- 0 1- 2 -24 0.14 20-19 4573 0.33 2- 3 -8541 o.s� i9-ie i�asi o.e� ------------ TOTAL DESIGN LOADS ------------ 3- 4 -8547 a.3o ie-i� 11356 o.ee Uniform PLF From PLF To d- 5 -8567 U.64 17-16 9829 0.65 TC Vert -76 Q- �- � -�6 4-i1- � 5- 6 -12138 o.es 16-15 s�oe 0.39 TC Vert -274 4-11- 0 -477 9- 4- 0 e- i -i2ise a.�i is-ia s�oe 0.69 TC Vert -66 9- 4- 0 -66 23- 8- 8 7- 8 -11356 0.60 14-13 3176 0.38 BC Vert -6 �- �- � -6 23- 8- 8 8- 9 -7989 u.3e' Concentrated LBS Location 9-10 -7989 0.3� TC Yert -798 9- 4- 0 10-11 -3116 0.19 ��-�z -zc o.09 I heroby oortl(y !l�at this platt, sPec�icadon. or ropoR .MEB...FORCE...C51 �s � � � � Uf1dAf f{7�l �f� � .MEB...FORCE...CSI �1YNbf) �-2 0 -�o a u.0 2 s-�� 2 0.s 2 arld that ! em a duly ROa+s�e/ad prof�i0rnf Enphww 2-20 -5053 U.30 8-16 -2064 0.30 u�►a� tn„ a�►� a tno s� a �u,�.o�. 2-i9 aese n.a2 9-16 -187 o.oa � 4-19 -510 0.10 10-16 2558 0.24 n ,/ �/• 5-19 -3235 U.33 10-14 -28A0 0.29 _L`�'}-f^•'� / 5-16 865 O.I3 11-14 1297 0.24 .� 6-18 -1086 O.Z1 11-13 -3483 0.35 7-18 947 0.80 12-13 -84 0.02 D�0 ��L_`�_ �. �• 12� 7-11 -714 0.14 28.75' �� 23-8-8 1 2 3 4 5 6 7 8 9 10 11 12 1.5X32 1.5X3.2 TL16-8X17.5 1.5X4.8 ST18-5X10.4 1.5X4.8 1.SX4.8 W=3X4.8 6X12 3X6.4 SX4 t.5X4.8 6X12 SX8 �- 1 8 -�- 1-6-0 1-6-0 -� � 12X16 TL16-8X17.5 6X6.4 6X6.4 6X12W=TL16-3X11.2 8X8 6X12 ,r 23-8-8 �, 19 18 17 16 15 14 13 2341#3.50" 1611#3.50" 23-8-8 EXCEPT WHERE SHOWN,ALL PIATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQDQA COPY OF 7HIS ORAWING TO BE GNEN TO ERECTING CONTRACTOR. TC Dead to.o psf � BRACINC A'.4RNING DESIGN INFORMATlON BC Live 0.0 �f Checked By: Bradng slw��on thia drawing is not ercction 6racixg,wind 6radng, This deri$n ir for an individud 6uUding componeN and har 6ern 6ared on in forma- porfal bradng o..rimilar bracing which is a pan o f the building don prowded by fhe cGent The deaigne�duclavnr anY rcsyonsibility fo�damaget gC Dead 5.0 Sf derign and which muet 6e conxidered by the building derig/w. aa a rc.+uk o f fwfty or incomed in fomtation,apeci fttatinnt and/o�designs P Date:1 a3a92 �� Bracing:ha.�n'v or la�raf support o f puaa mtmbera on(y to rcdua fumished m the wfs duigner by tht c&nt and the comecbuaa or accumcy o f TOTAL 55.0 pSf buckling kngth. wn.r must be made to anchor loreml bracing thir!n fam�on m it�nay irlate to a rpeci�ie proJ'a�t This truas has been atendrandfpecifiedtx�orodetemdnedbythebuildingdui6no. deaignedinaeeordaraewith"ZPI-BSand NDS-86'tobeincorporandmpmtof Design Criteria•TPI Additioxal6mcixg of the overall anuc0�rc may 6e rcquixd d�e building deaign by a Bailding Derignn.R'hen miewed Jw approvvl6y die LOAD DU R.FAC: 1.00 � (See HlBA1 o f TPI).For tpeti fic wtr 6racing rc4�vementr, building duianer,the duign loadingr shown mur!6e chetked to 6e rurc that the --A'OOD TRUSS SYSTEMS- conraa bui(ding desi�ru.. (Tru.ra Plare Insan��,TPI,is I«ated dafa al�own mr in agrcnn�nr wirh�he locd 6uild;ng cod�s,loco!ciimacc,ecorda S PAC ING• 16.0" Seqn'08.17.92-73140 at 583 D'Ono frio Dnve,Madison,R''vcorvirt 53719). frn wind d tnow loadr,pro jeu speci ficaConr or apecinl applied bada. ' '